Research on selection of steel supporting step for roadway below the waste rock dump by numerical method

https://mij.hoimovietnam.vn/en/archives?article=24052
  • Affiliations:

    1 Ba Ria Vung Tau University,
    2 Hanoi University of Mining and Geology

  • *Corresponding:
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  • Received: 24th-Aug-2024
  • Revised: 4th-Oct-2024
  • Accepted: 10th-Oct-2024
  • Online: 30th-Oct-2024
Pages: 15 - 20
Views: 188
Downloads: 11
Rating: 5.0, Total rating: 1
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Abstract:

Based on the result of paper “Overview the situation of rock pressure methods on the roadway below the mining waste dump and developing the numerical simulation model in Mong Duong coal mine” in number 6-2022 in Mining Industry Journal. This paper continues based on the geological cross-section of the AA route passing through the center of Mong Duong coal mine, which is also the location with the largest dumping height, using numerical simulation method by Phase 2 software with the model height x width. by 500x800m to simulate the study of the rock pressure acting on the steel support and to choose a reasonable steel frame for the roadway -100÷-150 located below the mine waste dump. The research options include the drift with excavation area Sđ =17,9m2 excavate through siltstone, sandstone with steels SVP27 with different grades of steel, the anti-survey step is 0,3 m/frame, 0,5 m/frame, 0,8 m/frame and 1 m/frame. From the results of internal force for anti-selective step resistance as follows: For the roadway in siltstone used steel resisting step is 0,8 m/frame; For the sandstone used steel resisting step is from 1÷1,5 m/frame.

How to Cite
Nguyen, S.Huu and Dao, D.Viet 2024. Research on selection of steel supporting step for roadway below the waste rock dump by numerical method (in Vietnamese). Mining Industry Journal. XXXIII, 5 (Oct, 2024), 15-20. .
References

1. Viện Khoa học Công nghệ Mỏ - Vinacomin (2016). Báo cáo tổng kết đề tài “Nghiên cứu độ ổn định,

lựa chọn thông số, trình tự đổ thải, các giải pháp thoát nước và các công trình bảo vệ phù hợp với tình

hình biến đổi khí hậu tại các bãi thải mỏ than lộ thiên thuộc TKV”. Hà Nội.

2. Công ty CP than Mông Dương – Vinacomin (2020). Bản vẽ mặt cắt địa chất tuyến AA.

3. Công ty Cổ phần Tin học, Công nghệ, Môi trường – Vinacomin (2020). Báo cáo kết quả thăm dò nâng

cấp trữ lượng khu Trung tâm mỏ than Mông Dương. Quảng Ninh.

4. Rockcsience (2001). Phase 2 - User’s Guide.

5. 编委会 (2005). 最新矿山井巷工程施工综合技术与规范实用手册. 吉林电子出版社.

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